7145044-Rain-Water-Harvesting

RAIN-WATER HARVESTING

BY :- NALIN KUMAR ROLL NO:- 70 MECHANICAL-B FINAL YEAR

TABLE

OF CONTENTS

INTRODUCTION  NEED FOR RAIN-WATER HARVESTING VARIOUS METHODS EMPLOYED EXPECTED BENEFITS  IMPLEMENTATION  SUCCESS STORIES 

INTRODUCTION Rain is the ultimate source s ource of fresh water. With the ground area around houses and buildings being cemented, particularly in cities and towns, rainwater, which runs off from terraces and  roofs, was draining into low-lying areas and not percolating into the soil. Thereby, precious rainwater is squandered, as it is drained into the sea eventually. Rain water harvesting is a system by which, the rainwater  that collects on the roofs and the area around the buildings is directed into open wells through a filter tank or into a percolation chamber , built specifically for this purpose. Rainwater is collected directly or recharged into the ground to improve ground water storage. Water that is not extracted from ground during rainy days is the water saved.

NEED FOR RAIN-WATER HARVESTING Major parts of our country have been facing continuous failure of monsoon and consequent deficit of rainfall over the last few years. Also, due to ever increasing population of India, the use of  ground water has increased drastically leading to constant  depletion of ground water level causing the wells and tubewells to dry up. In some places, excessive heat waves during summer create a situation similar to drought. It is imperative to take adequate measures to meet the drinking water needs of the people in the country besides irrigation and domestic needs. Out of 8760 hours in a year, most of the rain in India falls in just 100 hours.

VARIOUS METHODS EMPLOYED Rainwater can be harvested in a variety of ways: 1.

Directly from roof tops and stored in tanks.

2.

Monsoon run off and water in swollen streams during the Monsoon and storing it in underground tanks.

3.

Water from flooded rivers can be stored in small ponds.

There are basically two models associated with Rainwater harvesting: Urban model  Rural model  Urban model :

this method mainly insists on directly harvesting water 

from roof tops. The schematic diagram is as follows :

In domestic Rooftop Rainwater Harvesting Systems rainwater  from the house roof is collected in a storage vessel or tank for  use during the periods of scarcity. Usually these systems are designed to support the drinking and cooking needs of the family at the doorstep. Such a system usually comprises a roof, a storage tank and guttering to transport the water from the roof to the storage tank. In addition, a first flush system to divert the dirty water which contains roof debris collected on the roof during non-rainy periods and a filter unit to remove debris and contaminants before water enters the storage tank  are also provided. Roof catchment Gutters Down pipe and first flush pipe Filter unit Storage tank Collection pit

Roof Catchment: The roof of the house is used as the catchment for collecting the rainwater. Roofs made of corrugated iron sheet, asbestos sheet, tiles or concrete can be utilized as such for harvesting the rainwater. But thatched roofs are not  suitable as it gives some colour to water and also the water carries pieces of  roof material (such as palm leaves). Gutters: Gutters are channels fixed to the edges of roof all around to collect and  transport the rainwater from the roof to the storage tank. Gutters can be prepared in semi-circular and rectangular shapes as shown in figures. Locally available material such as plain galvanized iron sheet can be easily  folded to required shapes to prepare semi-circular and rectangular gutters. Semi-circular gutters of PVC material can be readily prepared by cutting the PVC pipes into two equal semi-circular channels. Bamboo poles can also be used. Downpipe: Down pipe is the pipe, which carries the rainwater from the gutters to the storage tank. Down pipe is joined with the gutters at one end, and the other  end is connected to the filter unit of the storage tank as shown in figure below. PVC or GI pipes of diameter 50 mm to 75 mm (2 inch to 3 inch) are commonly used for down-pipe.

First Flush Pipe: Debris, dirt and dust collect on the roofs during non-rainy periods. When the first rains arrive, this unwanted material will be washed into the storage tank. This causes contamination of water collected in the storage tank thereby  rendering it unfit for drinking and cooking purposes. Therefore, a first flush system is incorporated to dispose off the water from µfirst rain¶ so that it does not enter the tank. There are two such simple systems. One is based on a simple manually operated arrangement, where by, the down pipe is moved away from the tank inlet and replaced again once the first flush water has been disposed. In another simple and semi-automatic system, a separate vertical pipe is fixed to the down pipe with a valve provided below the "T" junction. After the first rain is washed out through first flush pipe, the valve is closed to allow the water to enter the down pipe and reach the storage tank.

6'-0"

" 6 ' 2

BAFFLE WALL

Ø 3" PIPE

Ø 2" OVERFLOW PIPE

OVERFLOWPIPE TO BOREWELL RECHARGE

BAFFLE WALL

TOSUMP Ø 4"

FROM DOWN

" 0 ' 3

40mm GRAVEL

40mm GRAVEL

CHARCOAL

PIPES

Ø 3" PIPE 6'-0"

PVC PIPE

Filter Unit: The filter unit is a container or chamber filled with filter media such as coarse sand, charcoal, coconut fiber, pebbles and gravels to remove the debris and  dirt from water that enters the tank. The container is provided with a perforated bottom to allow the passage of water. The filter unit is placed over  the storage tank. Commonly used filters are of two types. One is a ferrocement filter unit, which is comparatively heavy and the other is made of  either aluminium or plastic bucket. The latter is readily available in market  and has the advantage of ease in removing, cleaning and replacing. Another simple way of filtering the debris and dust particles that came from the roof along with rainwater is to use a fine cloth as filter media. The cloth, in 2 or 3 layers, can be tied to the top of a bucket or vessel with perforations at the bottom. Storage Tank: Storage tank is used to store the water that is collected form the Rooftops. Common vessels used for small scale water storage are plastic bowls, buckets, jerry cans, clay or ceramic jars, cement jars, old oil drums etc. For  storing larger quantities of water the system will usually require a bigger tank  with sufficient strength and durability.

There are unlimited number of options for the construction of these tanks with respect to the shape (cylindrical, rectangular and square), the size (Capacity from 1,000 lt. to 15,000 lt. or even higher) and the material of  construction (brickwork, stonework, cement bricks, ferrocement, plain cement concrete and reinforced cement concrete). For domestic water  needs, taking the economy and durability of tanks into consideration, ferrocement tanks of cylindrical shape in capacities ranging between 4,000  lt. and 15,000 lt. are most suitable. Plain cement concrete and reinforced  cement concrete are used for tank capacities usually more than 50,000 lt. Brick, stone, cement brick may be used for capacities ranging between 15,000 lt. to 50,000 lt. The ferrocement tanks are usually constructed above ground level because of the following advantages : a) ease in finding structural problems/leaks, b) easy to maintain and clean and  c) easy to draw water. It is difficult to detect the leaks and take corrective measures in case of  under ground tanks. Water from under ground tanks cannot be drawn by  gravity. Some kind of manual or power lifting devices need to be used for  drawing the water. Further, in coastal areas, under ground tanks are prone to water contamination due to fluctuation in groundwater table and leakage of stored water.

The storage tank is provided with a cover on the top to avoid the contamination of water from external sources. The cover will be in dome shape having a raise of about 20-30 cm. in the middle. The dome is provided  with two circular openings, one for manhole and another for accommodating  the filter. A lid covers the manhole avoiding exposure of stored water to the outside environment. The storage tank is provided with pipe fixtures at  appropriate places to draw the water, to clean the tank and to dispose of the excess water. They are named tap or outlet, drainpipe and over flow pipe respectively. PVC or GI pipes of diameter 20 mm to 25 mm (¾ inch to 1 inch) are generally used for this purpose.

Collection Pit: A small pit is dug in the ground, beneath the tap of the storage tank and  constructed in brick masonry to make a chamber, so that a vessel could be conveniently placed beneath the tap for collecting water from the storage tank. A small hole is left at the bottom of the chamber, to allow the excess water to drain-out without stagnation. Size of collection pit shall be 60 cm x  60 cm x 60 cm.

Rural model : It is quite similar to urban model but has few more methods used to store water either for agricultural purpose or for domestic use. In rural areas, houses have usually inclined roof made up of asbestos sheets, bricks or cemented sheets. Thus water from the roof comes to the edges easily and is collected using channels fitted and is brought to storage tank through PVC pipes. The storage tank is made up of  ferrocement. Cloth is the material used as filter to clean out the water  from the roof. This type of tank stores enough water for drinking needs of  a five member family for a month.

EXPECTED BENEFITS 1.

Prevents water wastage by arresting run off.

2.

Prevents soil erosion and mitigates flood.

3.

Sustains and safeguards existing water table through recharge.

4.

Increases water availability and improves water quality.

5.

Arrests sea-water intrusion and prevents salination of ground water.

Collection of rainwater : T he quantity of rainwater that can be harvested from a roof area of  1000 sq. ft for 100 mm of average annual rainfall and with a surface run off coefficient of 0.6 would be : 0.1 x 100 x 0.6 x 0.9295 = 5.577 m³ or 5570 litres /annum. 100 mm of rain falling on 1 hectare of land means 1 million litres of  water. Even if 50 % of this water is collected, it can provide 15 litres of  water/day to 91 persons for a whole year.

IMPLEMENTATION In states like Tamilnadu, Gujrat, Rajasthan, Karnataka,Kerala, New  Delhi, the respective state Governments have taken decisive measures to start and implement rainwater harvesting programs to ensure adequate water supply throughout the year. Many NGO¶s are also working in order to spread awareness about necessity of rainwater  harvesting besides providing necessary information regarding various harvesting methods and their implementation. Some of the names of  the NGO¶s are listed below : 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

Centre for Science and Environment (CSE), Delhi  Tarun Bharat Sangh (TBS)in Alwar, Rajasthan. DHAN Foundation ± Madurai, Tamil Nadu . BAIF ± Pune, Maharashtra. RS - Ralegaon Siddhi - Ahmednagar district ± Maharashtra. SMSF - S.M.Sehgal Foundation- Gurgaon, Haryana. MF - Morarka Foundation ± Jaipur, Rajasthan DA - Development alternatives ± Delhi. KRG Rainwater Harvesting Foundation. Akash Ganga Trust ± Chennai.

APPROXIMATE COSTS Method

Cost per unit

Open Well (for chamber only).

Rs. 1350

Percolation Pit.

Rs. 650

Percolation Pit with Bore.

Rs. 1200

Recharge Trench.

Rs. 650

Recharge Trench with Bore.

Rs. 900

Recharge Well (Shallow/Small).

Rs. 4100

Success Stories Hero Honda Motors (Gurgaon): Total roof-top are = 11080 sq. m annual rainfall in mm = 577.8  Total rainwater available from rainfall = 5441 metre cubic  The water requirements for potable and non potable purposes are met by  four  bore wells located in the factory premises The rainwater is collected through a series of collection chambers and  interconnecting pipes and is diverted to 6 different recharge wells of size 3m x 2m x 3m located in the factory premise. The recharge wells are provided with recharge bore wells of 8 inch diameter and 40m depth. the recharge wells are filled with three layers of pebbles ranging from 10  mm to 100 mm which ensures efficient filteration. This plan was completed by the end of february, 2004 and the results are quite good as the ground water level has increased to 60 feet below  ground level. Also, the quality of water has improved a lot. Cost incurred in this project = 12 lakhs.

BPCL Housing Complex (Noida): Total roof-top surface area = 13910 sq. m Average annual rainfall in mm = 792.4 Total volume of rainwater harvested = 4446 metre cubic. water requirement is met by one bore well and is supplemented by municipal  supply. Roof-top rain water is collected in collection chambers and diverted to recharge wells through interconnecting pipe-lines. Recharge wells are of the size 3m x 2m x 2m and provided with recharge bore of 16 m depth and 150  mm diameter. Filtering materials used are boulders, pebbles and coarse sand. Surface run off generated from the paved area and roads is harvested  through two recharge trenches of size 3m x 0.6m x 0.9m constructed along  the road side. These trenches are also provided with recharge bores of  same dimension as mentioned above. This plan was completed by end of year 2002 and the ground water level has increased to 56 feet below ground level. cost incurred in this project = 4.5 lakhs.

USEFUL LINKS : www

.aboutrainwaterharvesting.com/

www

.rainwaterharvesting.org/

www

.aquamor.tripod.com/page3.html

www

.tn.gov.in/dtp/rainwater.htm

www

.akash-ganga-r wh.com/

.gdrc.org/uem/water/rainwater/introductio n.html

www